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CN102663243A - Numerical simulation method of buried tube temperature field of ground source heat pump under thermoosmosis coupling - Google Patents

Numerical simulation method of buried tube temperature field of ground source heat pump under thermoosmosis coupling Download PDF

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CN102663243A
CN102663243A CN2012100892283A CN201210089228A CN102663243A CN 102663243 A CN102663243 A CN 102663243A CN 2012100892283 A CN2012100892283 A CN 2012100892283A CN 201210089228 A CN201210089228 A CN 201210089228A CN 102663243 A CN102663243 A CN 102663243A
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temperature field
temperature
soil
heat
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CN102663243B (en
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钱华
张磊
郑晓红
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Nanjing Hongtai Energy Technology Co Ltd
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Nanjing Normal University
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Abstract

本发明提供了一种热渗耦合作用下地源热泵地埋管温度场数值模拟方法,用于热渗耦合作用下地源热泵地埋管温度场数值模拟,创新性地视土壤与地下水之间热交换为内热源,简化方程中内热源项。通过初始输入管群模型条件及岩土热物性数据、迭代步长r,采用隐式迭代计算,进而获取设定渗流速度和土壤参数情况下土壤各处温度值。本发明能够方便地取得大规模管群周围土壤温度分布随渗流变化情况,对计算机硬件要求低,通用性强,有效缩短运算时间,并扩大计算管群的规模。

Figure 201210089228

The invention provides a numerical simulation method for the temperature field of ground source heat pump buried pipes under the coupling effect of heat and seepage, which is used for numerical simulation of the temperature field of buried pipes of ground source heat pumps under the coupling effect of heat and seepage, and innovatively considers the heat exchange between soil and groundwater is the internal heat source, simplify the internal heat source term in the equation. Through the initial input of pipe group model conditions, geotechnical and physical property data, and iteration step size r, the implicit iterative calculation is used to obtain the temperature values of various parts of the soil under the condition of set seepage velocity and soil parameters. The invention can conveniently obtain the variation of soil temperature distribution with seepage around large-scale pipe groups, has low requirements on computer hardware, has strong versatility, effectively shortens computing time, and expands the scale of computing pipe groups.

Figure 201210089228

Description

Heat is oozed ground buried pipe of ground source heat pump temperature field method for numerical simulation under the coupling
Technical field
The invention belongs to ground source heat pump technology and use and energy-saving field, relate in particular to definite method of earth source heat pump pipe laying crowd's soil moisture field under the situation of considering the influence of soil seepage flow.
Background technology
From some actual engineerings; The seepage action of ground water heat transfer characteristic of pipe laying over the ground has considerable influence, can increase the coefficient of heat transfer of soil and circulating fluid, makes long by the pipe laying length that pure conduction model designed of not considering the seepage flow situation; The waste resource increases cost.Therefore must consider the seepage action of ground water situation during earth-source hot-pump system conceptual design.And for extensive nest of tubes situation, because computer capacity is bigger, general business software simulated time is oversize, is unfavorable for actual engineering reference.The present invention can be after relatively short operation time of this significant improvement; Realize pipe laying and ooze under the coupling situation in heat on every side; Through the implicit expression iterative numerical approach; Calculate the situation that extensive nest of tubes surrounding soil Temperature Distribution changes with seepage flow, for practical engineering design and research provide corresponding reference frame.
Therefore, the present invention proposes a kind of heat and oozes numerical simulation new method in ground buried pipe of ground source heat pump temperature field under the coupling.
Summary of the invention
The purpose of this invention is to provide a kind of heat and ooze ground buried pipe of ground source heat pump temperature field method for numerical simulation under the coupling; The present invention can obtain extensive nest of tubes surrounding soil Temperature Distribution easily with the seepage flow situation of change; Effectively shorten operation time, and enlarge the scale of calculating nest of tubes.
For solving the problems of the technologies described above, technical scheme of the present invention is following:
A kind of heat is oozed ground buried pipe of ground source heat pump temperature field method for numerical simulation under the coupling, it is characterized in that may further comprise the steps:
Step 1: input model condition and ground thermal property data are as the initial parameter of algorithm;
Step 2: the correlation parameter of initialization nest of tubes model and soil comprises: the parameters of mentioning in the step 1;
Step 3: loop initialization pointer τ=1, △ τ=r, r are the change step of time τ, and the variation range of system operation time τ is 1~t, and t moves closing time for the system that sets;
Step 4: judge τ≤t, if then change step 5 over to; If, then do not change step 8 over to;
Step 5: call the heat flux subroutine, calculate the distribution situation of heat flow field;
Step 6: call the temperature interative routine, calculate the distribution situation in temperature field;
Step 7: change τ working time, carry out τ=τ+r, get back to step 4, get into next subcycle;
Step 8: output temperature field evaluation result, and then obtain and set under percolation flow velocity and the soil parameters situation soil temperature value everywhere.
Wherein condition and ground thermal property data comprise that nest of tubes arrangement mode, nest of tubes quantity, the setting of nest of tubes boundary condition, soil initial temperature are t 0, soil thermal conductivity is that λ, specific heat capacity hold to hold for c, specific heat capacity and be c w, soil density is that ρ, constant heat flux value are q, soil moisture content ω and seepage action of ground water speed u.
The step of subroutine heat flux subroutine is following:
Steps A: heat flow field initialization, each grid node place initial assignment are zero;
Step B: loop initialization pointer i=1, the change step of i is 1;
Step C: loop initialization pointer j=1, the change step of j is 1;
Step D: judge j≤N,, if then change step e over to; If not, then change step G over to, N value representation longitudinal grid number obtains during by the heat flow field initialization;
Step e: calculate to judge whether this point is the pipe laying node through computation model, if then change step F over to; If not, then carry out j=j+1, change step D over to;
Step F: record node assignment, carry out j=j+1, change step D over to;
Step G: carry out i=i+1;
Step H: judge i≤M,, if then change step I over to; If not, then change step C over to, M value representation transverse grid number obtains during by the heat flow field initialization;
Step I: the heat flow field data transfer is returned to the group program.
The step of subroutine temperature interative routine is following:
Step a: the temperature field initialization, each grid node place initial assignment is initial ground temperature t 0
Step b: loop initialization pointer i=1, the change step of i is 1;
Step c: judge i≤M,, if then change step 4 over to; If not, then change step h over to, M value representation transverse grid number obtains during by the temperature field initialization;
Steps d: loop initialization pointer j=1, the change step of j is 1;
Step e: judge j≤N,, if then change step f over to; If not, then carry out i=i+1, change step c over to, N value representation longitudinal grid number obtains during by the temperature field initialization;
Step f: calculate this some place temperature value through computation model, Model Calculation can obtain through following formula:
Figure 409754DEST_PATH_IMAGE001
Step g: (τ+r/2) is the temperature field data constantly, carry out j=j+1 then, change step e over to for record;
Step h: loop initialization pointer j=1, the change step of j is 1;
Step I: judge j≤N,, if then change step j over to; If not, then change step n over to, N value representation longitudinal grid number obtains during by the temperature field initialization;
Step j: loop initialization pointer i=1, the change step of i is 1;
Step k: judge i≤M,, if then change step l over to; If not, then carry out j=j+1, change step I over to, M value representation transverse grid number obtains during by the temperature field initialization;
Step l: calculate this some place temperature value through computation model, carry out i=i+1 then, change step j over to; Model Calculation can obtain through following formula:
Figure 670971DEST_PATH_IMAGE002
Step m: (τ+r) is the temperature field data constantly, carry out i=i+1 then, change step k over to for record;
Step n: the temperature field data transfer is returned to master routine.
The present invention proposes a kind of heat and oozes ground buried pipe of ground source heat pump temperature field method for numerical simulation under the coupling, and its program mainly comprises three parts: main working procedure, heat flow field counting subroutine and temperature iterative computation subroutine.
The operation master routine, input model condition and ground thermal property data comprise: the nest of tubes arrangement mode, nest of tubes quantity, the nest of tubes boundary condition is provided with, and the soil initial temperature is t 0, soil thermal conductivity is λ, and it is c that specific heat capacity is held, and it is c that specific heat capacity is held w, soil density is ρ, the constant heat flux value is q, and soil moisture content w, seepage action of ground water speed u, system operation times etc. are as the initial parameter of algorithm; The nest of tubes model, heat flow field and the temperature field that generate in the initialize routine; The time step of setting program iteration, and loop initialization pointer; Call the heat flow field subroutine earlier, calculate to judge through computation model whether this point is the pipe laying node, if, then with hot-fluid parameter assignment in this node, if not, then with zero assignment in this point, obtain the heat flow field distribution situation, and return master routine; Heat flow field and last iteration constantly must be arrived the temperature field to superpose; Then, call the temperature interative routine, utilization formula (1) is carried out the transverse grid implicit iterative, calculates that (τ+r/2) is the temperature field data constantly
Figure 339850DEST_PATH_IMAGE001
(1)
Utilization formula (2) is carried out the longitudinal grid implicit iterative, calculates that (τ+r) is the temperature field data constantly
Figure 333214DEST_PATH_IMAGE002
(2)
Obtain the distribution situation in temperature field, and return master routine; Move to predetermined finish time of output temperature field evaluation result, and then obtain and set under percolation flow velocity and the soil parameters situation soil temperature value everywhere.
Advantage of the present invention is following.
(1) having proposed a kind of new algorithm influences the computing velocity of soil moisture field fast to seepage flow.It is following that two-way implicit algorithm is calculated in the following temperature field of seepage flow influence:
Horizontal iterative computation:
Vertical iterative computation:
Figure 637604DEST_PATH_IMAGE002
It is thus clear that definite needs of soil moisture field are confirmed iteration time step-length r; The present invention adopts the implicit expression computing method, and the gained result is insensitive to the value variable effect of time step r.Earlier given longitudinal grid variable j changes the transverse grid variable i and in scope separately, travels through, and each class value calculates the (temperature value that τ+r/2) is corresponding constantly; Then given transverse grid variable i changes longitudinal grid variable j and in scope separately, travels through, and each class value calculates the (temperature value that τ+r) is corresponding constantly.
(2) this confirms that method oozes to heat that ground buried pipe of ground source heat pump temperature field method for numerical simulation provides a kind of new algorithm under the coupling; Soil and underground water heat are regarded as inner heat exchange; Simplify the thermal source item; Can calculate the soil moisture field under the seepage flow influence at short notice fast, for the design and the research of ground buried pipe of ground source heat pump provides certain reference frame.
Description of drawings
Fig. 1 is that heat of the present invention is oozed ground buried pipe of ground source heat pump temperature field numerical computation method main program block diagram under the coupling.
Fig. 2 is a hot-fluid assignment computing block diagram in pipe laying place in the nest of tubes zone.
Fig. 3 is a temperature field numerical value iterative computation block diagram in the nest of tubes zone.
Embodiment
A kind of heat is oozed ground buried pipe of ground source heat pump temperature field method for numerical simulation under the coupling.
The master routine operation:
Step 1: input model condition and ground thermal property data comprise: the nest of tubes arrangement mode, and nest of tubes quantity, the nest of tubes boundary condition is provided with, and the soil initial temperature is t 0, soil thermal conductivity is λ, and it is c that specific heat capacity is held, and it is c that specific heat capacity is held w, soil density is ρ, the constant heat flux value is q, and soil moisture content ω, seepage action of ground water speed u is as the initial parameter of algorithm;
Step 2: the correlation parameter of initialization nest of tubes model and soil comprises: the parameters of mentioning in the step 1;
Step 3: loop initialization pointer τ=1, △ τ=r, r are the change step of time τ, and the variation range of system operation time τ is 1~t, and t moves closing time for the system that sets;
Step 4: judge τ≤t, if then change step 5 over to; If, then do not change step 8 over to;
Step 5: call the heat flux subroutine, calculate the distribution situation of heat flow field;
Step 6: call the temperature interative routine, calculate the distribution situation in temperature field;
Step 7: change τ working time, carry out τ=τ+r, get back to step 4, get into next subcycle;
Step 8: output temperature field evaluation result, and then obtain and set under percolation flow velocity and the soil parameters situation soil temperature value everywhere.
Hot-fluid subroutine call operation:
Step 1: heat flow field initialization, each grid node place initial assignment are zero;
Step 2: loop initialization pointer i=1, the change step of i is 1;
Step 3: loop initialization pointer j=1, the change step of j is 1;
Step 4: judge j≤N,, if then change step 5 over to; If not, then change step 7 over to, N value representation longitudinal grid number obtains during by the heat flow field initialization;
Step 5: calculate to judge whether this point is the pipe laying node through computation model, if then change step 6 over to; If not, then carry out j=j+1, change step 4 over to;
Step 6: record node assignment, carry out j=j+1, change step 4 over to;
Step 7: carry out i=i+1;
Step 8: judge i≤M,, if then change step 9 over to; If not, then change step 3 over to, M value representation transverse grid number obtains during by the heat flow field initialization;
Step 9: the heat flow field data transfer is returned to the group program.
The temperature interative routine calls operation:
Step 1: the temperature field initialization, each grid node place initial assignment is initial ground temperature t 0
Step 2: loop initialization pointer i=1, the change step of i is 1;
Step 3: judge i≤M,, if then change step 4 over to; If not, then change step 8 over to, M value representation transverse grid number obtains during by the temperature field initialization;
Step 4: loop initialization pointer j=1, the change step of j is 1;
Step 5: judge j≤N,, if then change step 6 over to; If not, then carry out i=i+1, change step 3 over to, N value representation longitudinal grid number obtains during by the temperature field initialization;
Step 6: calculate this some place temperature value through computation model, Model Calculation can obtain through following formula:
Figure 160990DEST_PATH_IMAGE001
Step 7: (τ+r/2) is the temperature field data constantly, carry out j=j+1 then, change step 5 over to for record;
Step 8: loop initialization pointer j=1, the change step of j is 1;
Step 9: judge j≤N,, if then change step 10 over to; If not, then change step 14 over to, N value representation longitudinal grid number obtains during by the temperature field initialization;
Step 10: loop initialization pointer i=1, the change step of i is 1;
Step 11: judge i≤M,, if then change step 12 over to; If not, then carry out j=j+1, change step 9 over to, M value representation transverse grid number obtains during by the temperature field initialization;
Step 12: calculate this some place temperature value through computation model, carry out i=i+1 then, change step 10 over to; Model Calculation can obtain through following formula:
Figure 590834DEST_PATH_IMAGE002
Step 13: (τ+r) is the temperature field data constantly, carry out i=i+1 then, change step 11 over to for record;
Step 14: the temperature field data transfer is returned to master routine.

Claims (4)

1.一种热渗耦合作用下地源热泵地埋管温度场数值模拟方法,其特征在于包括以下步骤: 1. A method for numerically simulating the temperature field of ground source heat pump buried pipes under the coupling effect of heat and seepage, characterized in that it comprises the following steps: 步骤1:输入模型条件及岩土热物性数据作为算法的初始参数; Step 1: Input model conditions and geotechnical data as initial parameters of the algorithm; 步骤2:初始化管群模型及土壤的相关参数,包括:步骤1中所提到各项参数; Step 2: Initialize the pipe group model and related parameters of the soil, including: the parameters mentioned in Step 1; 步骤3:初始化循环指针τ=1,△τ=r,r为时间τ的变化步长,系统运行时间τ的变化范围为1~t,t为设定的系统运行截止时间; Step 3: Initialize the loop pointer τ=1, △τ=r, r is the change step of time τ, the change range of system running time τ is 1~t, and t is the set system running cut-off time; 步骤4:判断τ≤t,如果是,则转入步骤5;如果否,则转入步骤8; Step 4: Judging τ≤t, if yes, go to step 5; if not, go to step 8; 步骤5:调用热流量子程序,计算得到热流场的分布情况; Step 5: Call the heat flow subroutine to calculate the distribution of the heat flow field; 步骤6:调用温度迭代子程序,计算得到温度场的分布情况; Step 6: Call the temperature iteration subroutine to calculate the distribution of the temperature field; 步骤7:改变运行时间τ,执行τ=τ+r,回到步骤4,进入下一个子循环; Step 7: Change the running time τ, execute τ=τ+r, return to step 4, and enter the next sub-loop; 步骤8:输出温度场计算数值结果,进而获取设定渗流速度和土壤参数情况下土壤各处温度值。 Step 8: Output the numerical results of the temperature field calculation, and then obtain the temperature values of various parts of the soil under the condition of set seepage velocity and soil parameters. 2.根据权利要求1所述的热渗耦合作用下地源热泵地埋管温度场数值模拟方法,其特征在于:所述步骤1模型条件及岩土热物性数据包括管群排列方式、管群数量、管群边界条件设置、土壤初始温度为t0、土壤导热系数为λ、土壤比热容为c、土壤比热容为cw、土壤密度为ρ、恒定热流值为q、土壤含水率ω和地下水渗流速度u。 2. The method for numerically simulating the temperature field of buried pipes of ground source heat pumps under the coupling effect of heat and seepage according to claim 1, characterized in that: said step 1 model conditions and geotechnical thermal physical property data include the arrangement of pipe groups and the number of pipe groups , the boundary condition setting of the pipe group, the initial soil temperature is t 0 , the soil thermal conductivity is λ, the soil specific heat capacity is c, the soil specific heat capacity is c w , the soil density is ρ, the constant heat flow value is q, the soil moisture content ω and the groundwater seepage velocity u. 3.根据权利要求1所述的热渗耦合作用下地源热泵地埋管温度场数值模拟方法,其特征在于所述热流量子程序的步骤如下: 3. The method for numerically simulating the temperature field of ground source heat pump buried pipes under the heat-seepage coupling effect according to claim 1, wherein the steps of the heat flow subroutine are as follows: 步骤A:热流场初始化,各个网格节点处初始赋值为零; Step A: Initialize the thermal flow field, and the initial assignment at each grid node is zero; 步骤B:初始化循环指针i=1,i的变化步长为1; Step B: Initialize the loop pointer i=1, and the change step of i is 1; 步骤C:初始化循环指针j=1,j的变化步长为1; Step C: Initialize the loop pointer j=1, and the change step of j is 1; 步骤D:判断j≤N,,如果是,则转入步骤E;如果否,则转入步骤G,N值表示纵向网格数,由热流场初始化时得到; Step D: Judging that j≤N, if yes, go to step E; if not, go to step G, where the value of N represents the number of longitudinal grids, which is obtained when the heat flow field is initialized; 步骤E:通过计算模型计算判断该点是否为埋管节点,如果是,则转入步骤F;如果否,则执行j=j+1,转入步骤D; Step E: Judging whether the point is a buried pipe node through calculation model calculation, if yes, then go to step F; if not, then execute j=j+1, go to step D; 步骤F:记录节点赋值,执行j=j+1,转入步骤D; Step F: record node assignment, execute j=j+1, and turn to step D; 步骤G:执行i=i+1; Step G: execute i=i+1; 步骤H:判断i≤M,,如果是,则转入步骤I;如果否,则转入步骤C,M值表示横向网格数,由热流场初始化时得到; Step H: Judging that i≤M, if yes, go to step I; if not, go to step C, where the value of M represents the number of horizontal grids, which is obtained when the thermal flow field is initialized; 步骤I:将热流场数据传递返还给组程序。 Step I: Transfer the thermal flow field data back to the group program. 4.根据权利要求1所述的热渗耦合作用下地源热泵地埋管温度场数值模拟方法,其特征在于所述温度迭代子程序的步骤如下: 4. The method for numerically simulating the temperature field of ground source heat pump buried pipes under the heat-seepage coupling action according to claim 1, wherein the steps of the temperature iteration subroutine are as follows: 步骤a:温度场初始化,各个网格节点处初始赋值为初始地温t0Step a: Initialize the temperature field, the initial assignment of each grid node is the initial ground temperature t 0 ; 步骤b:初始化循环指针i=1,i的变化步长为1; Step b: Initialize the loop pointer i=1, and the change step of i is 1; 步骤c:判断i≤M,,如果是,则转入步骤4;如果否,则转入步骤h,M值表示横向网格数,由温度场初始化时得到; Step c: Judging that i≤M, if yes, then go to step 4; if not, then go to step h, M value represents the number of horizontal grids, which is obtained when the temperature field is initialized; 步骤d:初始化循环指针j=1,j的变化步长为1; Step d: Initialize the loop pointer j=1, and the change step of j is 1; 步骤e:判断j≤N,,如果是,则转入步骤f;如果否,则执行i=i+1,转入步骤c,N值表示纵向网格数,由温度场初始化时得到; Step e: Judging that j≤N, if yes, go to step f; if not, execute i=i+1, go to step c, N value represents the number of longitudinal grids, which is obtained when the temperature field is initialized; 步骤f:通过计算模型计算该点处温度值,模型计算可通过下式得到: Step f: Calculate the temperature value at this point through the calculation model, and the model calculation can be obtained by the following formula:
Figure 477174DEST_PATH_IMAGE001
Figure 477174DEST_PATH_IMAGE001
步骤 g:记录(τ+r/2)时刻温度场数据,然后执行j=j+1,转入步骤e; Step g: Record the temperature field data at (τ+r/2) time, then execute j=j+1, and go to step e; 步骤h:初始化循环指针j=1,j的变化步长为1; Step h: Initialize the loop pointer j=1, and the change step of j is 1; 步骤i:判断j≤N,,如果是,则转入步骤j;如果否,则转入步骤n,N值表示纵向网格数,由温度场初始化时得到; Step i: Judging that j≤N, if yes, go to step j; if not, go to step n, where the value of N represents the number of longitudinal grids, which is obtained when the temperature field is initialized; 步骤j:初始化循环指针i=1,i的变化步长为1; Step j: Initialize the loop pointer i=1, and the change step of i is 1; 步骤k:判断i≤M,,如果是,则转入步骤l;如果否,则执行j=j+1,转入步骤i,M值表示横向网格数,由温度场初始化时得到; Step k: judge that i≤M, if yes, go to step l; if not, execute j=j+1, go to step i, M value represents the number of horizontal grids, which is obtained when the temperature field is initialized; 步骤l:通过计算模型计算该点处温度值,然后执行i=i+1,转入步骤j;模型计算可通过下式得到: Step 1: Calculate the temperature value at this point through the calculation model, then execute i=i+1, and turn to step j; the model calculation can be obtained by the following formula:
Figure 2012100892283100001DEST_PATH_IMAGE002
Figure 2012100892283100001DEST_PATH_IMAGE002
步骤m:记录(τ+r)时刻温度场数据,然后执行i=i+1,转入步骤k; Step m: Record the temperature field data at (τ+r) time, then execute i=i+1, and turn to step k; 步骤n:将温度场数据传递返还给主程序。 Step n: transfer the temperature field data back to the main program.
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Publication number Priority date Publication date Assignee Title
CN103870706A (en) * 2014-03-28 2014-06-18 中国科学院沈阳应用生态研究所 Method and device for analyzing energy consumption and emission of ground source pump system
WO2016106949A1 (en) * 2014-12-30 2016-07-07 华中科技大学 Method for simulating temperature fields of distributed underground facilities in mountain
CN106815427A (en) * 2017-01-11 2017-06-09 北京航空航天大学 A kind of hot Calculation of Physical Properties method and apparatus of propellant
CN107762495A (en) * 2016-08-18 2018-03-06 中国石油化工股份有限公司 The optimization method of ultra-high water cut stage reservoir model longitudinal grid size
CN113468743A (en) * 2021-06-30 2021-10-01 安徽工业大学 Medium-deep buried pipe fluid temperature field analysis method considering groundwater seepage
CN117744953A (en) * 2024-02-19 2024-03-22 天津大学 Simplified analysis method for shallow soil source buried pipe group of large-scale ground source heat pump system
CN117973008A (en) * 2024-01-12 2024-05-03 天津大学 Ground source heat pump system simulation method and device based on shallow soil source g-DTM model

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008090514A (en) * 2006-09-29 2008-04-17 Nippon Steel Engineering Co Ltd Soil heat source heat pump system performance prediction method and system, underground temperature calculation method
CN102243192A (en) * 2011-04-15 2011-11-16 东南大学 Multifunctional rock-soil body thermal-physical property testing device for ground source heat pump

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008090514A (en) * 2006-09-29 2008-04-17 Nippon Steel Engineering Co Ltd Soil heat source heat pump system performance prediction method and system, underground temperature calculation method
CN102243192A (en) * 2011-04-15 2011-11-16 东南大学 Multifunctional rock-soil body thermal-physical property testing device for ground source heat pump

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
张行洋等: "地源热泵地埋管周围土壤温度特性研究", 《制冷与空调》 *
范蕊等: "热渗耦合作用下地下埋管换热器的传热分析", 《暖通空调》 *
袁艳平等: "地源热泵地埋管换热器传热研究(3):变热流边界条件下单U形地埋管换热器的非稳态传热特性", 《暖通空调》 *
陆观立: "地下水渗流对土壤源热泵地埋管换热特性影响研究", 《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》 *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103870706A (en) * 2014-03-28 2014-06-18 中国科学院沈阳应用生态研究所 Method and device for analyzing energy consumption and emission of ground source pump system
WO2016106949A1 (en) * 2014-12-30 2016-07-07 华中科技大学 Method for simulating temperature fields of distributed underground facilities in mountain
CN107762495A (en) * 2016-08-18 2018-03-06 中国石油化工股份有限公司 The optimization method of ultra-high water cut stage reservoir model longitudinal grid size
CN106815427A (en) * 2017-01-11 2017-06-09 北京航空航天大学 A kind of hot Calculation of Physical Properties method and apparatus of propellant
CN113468743A (en) * 2021-06-30 2021-10-01 安徽工业大学 Medium-deep buried pipe fluid temperature field analysis method considering groundwater seepage
CN113468743B (en) * 2021-06-30 2023-11-10 安徽工业大学 Medium-deep buried pipe fluid temperature field analysis method considering groundwater seepage
CN117973008A (en) * 2024-01-12 2024-05-03 天津大学 Ground source heat pump system simulation method and device based on shallow soil source g-DTM model
CN117973008B (en) * 2024-01-12 2024-08-16 天津大学 Simulation method and device of ground source heat pump system based on shallow soil source g-DTM model
CN117744953A (en) * 2024-02-19 2024-03-22 天津大学 Simplified analysis method for shallow soil source buried pipe group of large-scale ground source heat pump system
CN117744953B (en) * 2024-02-19 2024-04-19 天津大学 Simplified analysis method for buried pipe groups in shallow soil sources of large-scale ground source heat pump systems

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